HomeMy WebLinkAboutAluminium Screen DesignTla'n 'i' �+ a
Screen. Room
Pool Screen/Cage (Removable Screen - Remove screen when wind: speed exceeds. 75 MPH)
V Pool Screen/Cage (Non -Removable Screen —.Designed to withstand actual Wind .Speed)
❑]Car Port.
❑]Patio Cover,
❑Other:
*Reference-'. Papile New® Revision ❑ Date:8/19/,15
*Project Address: 9441 Meadow wood Dr..
*Ctty: 'Ft. Pierce
*Contractor Name.:, Tripod Aluminum, Inc.
*Address: 691.5 Vickie cir
*City: W.Melbourne.
*Zip Code: 32904
* P h one/Fax: 321-729-9695
*Email: Thad@Tri.podAluminum.com; Michelle@Trip Al inum.com
*Choc>9se bnCo, Niaii❑ Pick U'p❑ Fed Ex O .2 No of=Copies.
*For FedEx option got to www:aluminumscreendesign.com and provide FedExaccount #)
*Paytnerot: Check❑ Credit Card *Q
*(For Credit Card option go to www.aluminumscreendesian.com to: pay by credit card)
Engineering prepared by:
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509)
5200 Vineland Road,— Suite 250, Orlando, FL 32811
Office:407-529-3300 Cell:407-721-2292
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: alum inumscreendesign@yahoo:com
Website: wWw.aluminumscreendesign.com CA#30930
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Uit�mate WIt.nci Speed (mph Aso Exposed Category: C Risk Categ®ry^; 1
v7Crreen Room
Insulated'❑ y Pan Roof ❑
Fascia ❑ Wall,: Block❑ Conventional ❑
Uprights x Top Plate x Kick Plate
Pool Screen/Gage:
Dome ❑. Gable❑ MansardQ
Gutter0 Wail: Block❑ Conventional❑.
Beams: 2 x a Uprights 2: x4 Purlin 2 x2
Insulate, ci ❑ Pan(
Fascia ❑ Wall: Block ❑ Conventional
Beam x Post x.
insulated Pan❑
Fascia❑ Wall: BlockE Conventional❑
Beams x. Post x
fibre'tdti
Existing New: 4" Slab® Pier❑Ribbon Footer x. Pavers❑
Other:
Note In the event that there is:a conflict with the design plans and general notes and design:standard,,the contractor
shall utilize the. more stringentdimensions and member sizes prior to. ordering; materials, fabrication and/or construction
between the plans and the general notes and design standard:
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General Notes & Design Standards
(Non -Removable Pool Screen)
The following are general design standards. More stringent design standards may be noted on the plans�'in the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize ili more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2014 (51 Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -150 MPH (FBC Table 2002.4)
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:'
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:.
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coeff. Of friction between footing and soil = 0.5
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
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Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice 'for a i}minufti
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi• F 35 ksi with a minimum wall thickness of 0.046" '
> Y= ) i'
Splicing prohibited without prior approval as to location and type. F
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws
Aluminum self -tapping screws shall conform to ASME B18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3'
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =150 MPH
2 x 2 Chair Rail = 5'-9" 2 x 2 Purlins = 7'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0"
2 x 3 Chair Rail = 7'-9" 2 x 3 Purlins = 7'-T! 2 x 3 Wind Brace = 7'-9" 2 x 4 Wind Brace = 10'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
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Cables:
Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of ool'screen
enclosure. Contractor shall secure cable to top of column located at each corner and where there is a,dfference in
column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2';with
bottom each end of cables secure to* concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %a" x'/4
tapcons or equal.
Beams & Uprights:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
150 MPH
PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES
SIZE
Roof Span
*Maximum Beam
Spacing = 6'-0"
Roof Span
*Maximum
Beam Spacing =
6'-8"
Roof Span
*Maximum Beam
Spacing = 7'-2"
2 X 4
16'-3"
15'-3"
12'-6"
2 X 5
21'-0"
20'-0"
17'-6"
2 X 6
24'-3"
22'-0"
20'-9"
2 X 7
26'-0"
23'-8"
23'-6"
2 X 8
30'-0"
28'-9"
28'-6"
2 X 9
32'-0"
30'-5"
30'-0"
2 X 10
35'-6"
33'-11"
33'-6"
Upright -Pool Cage Enclosures
Upright
150
MPH
SIZE
Height
2 X 4
10'-3"
2 X5
12'-3"
2 X 6
13'-3"
2 x 7
14'-6"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
ALUMINUM SCREEN DESIGN
8 WIDE GUTTER BRACKET W/
(4) 1/4" X 3" LAGS & (2) #10 3/4"
SEE GENERAL NOTES
& DESIGN STANDARD
FOR ADDITIONAL
SMB
1X2 ATTACHED TO BEAM W/ (2) #10 2"
INTO BOSSES. 2X2 ANGLE IS ATTACHED
TO BEAM W/ (4) #14 3/4" & TO GUTTER
W/ (4) #14 2" THRU 1X2
BEAM TO FASCIA
,AG
>.4" O.C.
STL. LUCIECou.Illy
PIAN REVIEW
d -e2P9s &Z-122^e-3
1X2 REC. CHANNEL W/
3/4" SMS.PER SIDE
DATE:
ELEC:
DATE:
BEAM TO WALL
----.
PLUAAE:
DATE:
2X2 IS ATTACHED TO STRUCTURE W/
MECH-
4" X 1/4" TAPCONS (#14 4" IF TO WOOD
•
STRUCTURE) 6" FROM ENDS 24" O.C.
®AM .
• 2X2 ANGLE IS ATTACHED TO BEAM
WITH (2) #14 1" & INTO BLOCK WITH
2-11ALX 1/4" TAPCON
PURLINS ATTACHED TO
BEAM W/ (4) #10 2" SMS
• •
• y
W
NOTES
1. GUSSET DIMENSIONS ARE MINIMUM
X
8" ON BOTH SIDE OF BEAM, MAY BE
d
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES ADD OR
m
SUBTRACT TO MAINTAIN A 1-1/4" O.C.
SCREW SPACING
3. GUSSET LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
ALUIVIINUMSCREENDESIGN.COM s �� �ftCONL
SIGN STATEMENTY 6 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALUMINUMSCREENDESIGNQ PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@Q YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE #: 3 86-320-025 C OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1
FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
G
IGHAEL THOWSON
5200 yINELAND RD.
_y, .SUITE`250
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'ORLANDO 4
El, 32$.11
. # 47.509
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"= A#30930
ALUMINUM SCREEN DESIGN
SEE GENERAL NOTES
& DESIGN STANDARD
FOR ADDITIONAL
000
1>i�4 .. 9�"
1/8" THICK ANGLE BRACKET
ATTACHED TO UPRITE AND
GIRT WITH (6) 914 1"
5116" EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
COMPRESSION SLEEVE
SIDE VIEW
COMPRESSION SLEEVE
3"A.S.T.M. A-36 STEEL CLIP
WITH 2 2 1/4"Xl/4 TAPCONS
O O O
O
COMPRESSION O
SLEEVE C
EACH CABLE WILL
SUPPORT 227.5 SQUARE
FEET OF WALL AREA
45 DEGREE
MIIvflfum
CABLE DETAIL I K BRACING DETAIL
1/8" STAINLESS
STEEL CABLE
IT TO 14'
L
V X 4" PLATE W/ (3) #14 3/1
NTO EACH MEMBER TYP.
4" X 4" PLATE W/ (3) 414 3/1
INTO EACH MEMBER TYP.
�.....3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"Xl/4" TAPCONS�W 1L
((2) #14 2" IF TO WOOD DECK)
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE
ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED
WITH TENSION SLACK AND/.OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION
(NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY
ALL1MINNUMSCREENDESIGN.COM DESIGN STATEMENT MICI-LAL THOMP.SON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 - S.2DO V"INEL"'AIVDAD.
ALUM]NUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE 2SO
@YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE #: 386 =320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND . O', 1132811 _
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 47, 5 09
FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION -_
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS IA#3 0930
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ALUMINUM SCREEN DESIGN
DOOR FULL Z OR
DOOR JAM
STANDARD
2X3 POST OR DOORJAMB
m
02 HINGE DOOR
n
H
O
z
EACH DOOR IS SCREWED INTO UPRIGHTS
WITH #14 3/4" SCREWES 24" O.C.
WIND BRACE DETAIL
2X3 WIND BRACE IS BLIND SCREWED
TO ALUMINUM STRUCTURE WITH
(3) 910 2", OR TOE NAILED W/ (3) 910 2"
7
SLOPED PURLIN CONNECTION DETAIL
2X2 TOP PLATE IS ATTACHED TO
2X2 PURLIN WITH (2) #10 3" THRU
BEAM INTO PURLIN EMBOSS
1X2 SNAP LOCK TO 2X2 TOP PLATE
PURLIN
'Fo'- OR: 2X2 ANGLE W/ (4) # 14 3/4"
INTO EACH MEMBER PER SIDE
2" X 6" PLATE W/ (4) #14 3/4"
INTO EACH MEMBER PER SIDE
FRONT WALL TO BEAM[
SMB BEAM IS NOTCHED
OVER UPRIGHT
1X2 SNAP LOCK TO 2X2 TOP PLATE
1X2 FASTENED TO UPRIGHT W/
(2) 910 2" INTO BOSSES
LAP BEAM OVER UPRIGHT
W/ 3/8" THRU BOLT W/ LOCK NUT
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1
FAX #: 8 8 8-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IM[M[FDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
[(I EI,ITI OMPSON
5200 VINELAND RD.
<i=SUITE 250
FL 328.11
,._ E. # 47509
ALUMINUM SCREEN DESIGN.
SIDE WALL DETAIL
IX2
1X2 SNAP LOCK TO 2X2 TOP PLATE
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a
SIDE WALL UPRIGHT y
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SEE GENERAL NOTES
z & DESIGN STANDARD
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X FOR ADDITIONAL
INFORMATION TYP.
2X2
1X2 BOTTOM PLATE IS ATTACHED
1X2 BOTTOM PLATE IS ATTACHED TO
TO CONCRETE WITH 2-1/4" X 1/4"
UPRIGHTS WITH CAPRI CLIP WITH (4)
(5" X 1/4" IF THRU PAVERS TO FOOTER)
#14 3/4" OR BLIND SCREWED WITH (2)
TAPCONS 6" FROM ENDS 24" O.C.
#10 2" PER SIDE
CHAIR RAIL & KICK PLATE DETAIL
2X2 CHAIR RAIL IS ATTACHED TO
BEAM WITH (4) # 10 2" PER SIDE
KICK PLATE IS ATTACHED TO
STRUCTURE WITH #14 3/4" 6"
FROM ENDS 18" O.C. .
SELF MATING UPRIGHT DETAILS
1X2 INTERNALLY SCREWED
THRU 2X2X1/8" ANGLE TO
UPRIGHT W/ (2) # 10 X
1-1/2" FASTEN 1X2 TO
CONCRETE W/ 3" X 1/4"
(5" X 1/4" TAPCONS IF THRU PAVERS)
(#10 2" IF TO WOOD DECK)
SCREW CONCRETE ANCHOR
6" FROM UPRIGHT 24" 0. C.
MIN 4" SLAB 2500 PSI
CONCRETE W/ FIBERMESH
UPRIGHT SHALL BE STITCHED
W/ 914 X 3/4 SELF TAPPING
SCREWS 12" O.C. TYP.
(2) #.14 1" PER SIDE &
ALUIVIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL TH,OMPSON
ALL 1T✓IINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200, VINELAIND RD.
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@YAHOO.COM _ , ; ��.. _' SUITE 250
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) i ' '
PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O; FL 3`281 I
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. �. �'
�`� � � -P:En# 47509
FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ,_ `
ALUMINUM SCREEN DESIGN
FILL IN DETAIL
2X2 POST .046 OR GREATER
2 HINGE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24"
BOTTOM PLATE IS ATTACHED TO
OCONCRETE WITH 2-1/4" X 1/4" TAPCON
(5" X 2-1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
ALUMINUM FRAME IS ATTACHED
® TO BLOCK WITH 2-1/4" X 1/4"
(#10 2" IF TO WOOD STRUCTURE)
6" FROM ENDS 24" O.C:
2X2 ANGLE IS ATTACHED TO
C ALUMINUM FRAME. WITH 2 # 10 1 "
& 1 2-1/4" X 1/4" TAPCON PER SIDE
CHAIR RAIL & UPRIGHTS ARE ATTACHED
WITH EITHER:
O BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
O KICK PLATE IS ATTACHED TO STRUCTURE
WITH 910 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MIUfiAT;.
AL SCREENDESIGN METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 S_-20�0'v
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@YAHOO.COM -
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (STH EDITION) -
(�$�
PHONE #: 3 86-320-025 6 �
SPEEDS OF 130 MOF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND PH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. - .r
FAX # : 8 8 8-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
JOMPSON
.LAND RD..
SUITE 250
); FL 3,2811
'_.E. # 47509
CA#30930
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